HomeMy WebLinkAboutGENERATOR CONCRETE PAD\ \ GENERATOR
L9 I�
PAD
THICKNESS
ISOMETRIC VIEW
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR
s GENERATOR UNIT BY
o SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
m MINIMUM WEIGHT
REQUIRED)
54"LENGTH -�
PLAN VIEW
CONCRETE PAD
ROAD MESH
MASTERFIBER
3" MIN
MACI00
_,F-4" MIN
T F
�--32" WIDTH
SIDE VIEW
AMERICAST GENERATOR CONCRETE PAD
GENERATOR TABLE:
(ON -GRADE APP
AM
CATIONS ONLY)
1 CAST
HVHZ OR NON-HVHZ
RISK
EXPOS RE
RISK
EXPOS URE(EXP
RISK
EXPOSURE
EXP
COUNTY
I
C
D
II
C
p
III, IV
C
D
P. BEACH
150 MPH
30.44 PSI
36.94 PSf
170 MPH
39.09 Psf
47.44 PSf
IM MPH
43.83 Psf
53.19 Psf
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf
47.44 Psf
180 MPH
43.83 Psf
53.19 Psf
MIAMI-DADE
165 MPH
36.83 Psf
44.69 Psf
175 MPH
41.43 Psf
50.28 Psf
186 MPH
116.80 Psf
56.80 Psf
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
5871&005883
30 KW
25.00"
48.00"
29.00"
387lbs
41.43 PSf
EXP C 175 MPH&D ISE MPH
NBRANDD&MODEL
5872&005884
14 KW
25.00"
48.00"
29.00"
439lbs
47.44 PSf
EXP C 186 MPH &D 156 MPH
59, 6461, 6462
16 KW
25.00"
48.00"
29.00"
513lbs
47.44 PSf
6721
16 KW
25.00"
48.00"
29.00"
448lbs
47.44 PSf
5873&005885
17 KW
25.00"
48.00"
29.00"
4551bs
47.44 Psf
5874&005886
17 KW
25.00"
48.00"
29.00"
421 lbs
47.44 Psf
Generac 00587S & 005887.20
KW
25.00"
48.00"
29.00"
4511bs
47.44 PSf
Generac 006729 & 00673D
20 KW
25.00"
48.00"
29.00"
516lbs
47.44 Psf
Generac 006551 & 006552
22 KW
25.00"
48.00"
29.00"
526lbs
47.44 Psf
Kohler 14RES&20RES
14-20 KW
26.00"
48.00"
29.00"
500lbs
47.44 Psf
GE 403236E & 40324GE
13 KW
35.00"
39.40"
39.00"
540lbs
39.09 PSf
EXP C 170 MPH & D 156 MPH
GE 040382 ISKW
15 KW
33.00"
48.00"
30.50"
484lbs
43.83 Psf
EXP C 180 MPH &D 156 MPH
GE 040378179W
17 KW
33.00"
48.00"
30.50"
484lbs
43.83 Psf
GE 403306E&413331GE
20 KW
33.00"
48.00"
30.50"
600lbs
43.83 PSf
Briggs& Stratton 040243-0
10 KW
31.00"
32.00"
34.00"
430lbs
43.83 Psf
Briggs & Stratton D40302-2
12 KW
33.75 "
50.00 "
31.60 "
507 lbs
41.43 Psf
EXP C 175 MPH & D 156 MPH
Briggs& Stratton 040303-1
15 KW
33.75"
49.00"
31.60"
562 His
43.83 Psf
EXP C 180 MPH & D 156 MPH
Briggs & Stratton D40304-1
18 KW
33.75 "
49.00"
31.60 "
568 lbs
44.00 f
Briggs St Stratton 040305-1
20 KW
33.75"
49.00"
31.60"
5701bs
44.00 PSf
Generac 7035, 7036,7037
16 KW
25.00"
48.00"
29.00"
406 lbs
47.44 Psf
EXP C 186 MPH & D 156 MPH
Generac 007038 & 007039
20 KW
25.00"
48.00"
29.00"
448 lbs
47.44 Psf
Generac DUN 2& 7041
22 KW
25.00"
48.00"
99.00"
4961bs
47.44 Psf
GENERATOR MOUNTING CONFIGURATION:
GENERATOR
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #10 SS 316 SELF -DRILLING
SCREWS
_® TO GENERATOR
(SEE GENERATOR SPECS)
a%" THICK GALVANIZED
~ GENERATOR
(SEE CONCRETE PAD WAVIBRAT ONBPAD
.�. SCHEDULE FOR
W DIMENSIONS & WEIGHT
REQUIRED)
4" I n I n
I 54" LENGTH i
FRONT VIEW
CONCRETE PAD
6,000 PSI
LIGHTWEIGHT
CONCRETE MIX
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
CONCRETE:
(2)-3/8'0 TITEN HD
(6000 PSI
OR EQUIVALENT,
MIN.)
2-3/4' FULL EMBED
0 CONCRETE, 3" MIN
EDGE DISTANCE, 6"
MIN. SPACING TO ANY
ADIACENT ANCHOR.
FILE COPY
RFCEn,EO
JUk 0,9 7019
PeR.it,. OG
Sf CuGIE Co .�fyEnt
1
I
WIND DESIGN REOUIREMENTS
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION
(2017))
AT -GRADE SIGN METHOD
ULTIMATE DESIGN WIND SPEED Vult = 186 mph
NOMINAL DESIGN WIND SPEED Vasd = 144 mph
RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A
EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd=
0.85
ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND
GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56
Ib/ft2
FORCE COEFFICIENT Cf = 1.44
WIND PRESSURE:
P = qh G Cf = 56.80 Ib/ft2 (ASD)
2.
NOTES:
1. ANCHOR QUANTITY PER LONG SIDE 3.
2. EMBEDMENT AND EDGE DISTANCE
EXCLUDES FINISHES, IF 4'
APPLICABLE. 6.
3. ENSURE MINIMUM EDGE DISTANCE 6.
AS NOTED IN ANCHOR SCHEDULE.
4. ENSURE MINIMUM SPq('4Ty(a TfIE `.ouNTr
ANY ADJACENT ANCH012?. 7.
5. FOLLOW MANUFACTURERR.LAN REVIEW
INSTALLATION INSTRU- e'
INSTALL ANCHORS.
GENERATOR
ATTACHMENT BASE,
VARIES WITH MODEL
SEE GENERATOR SPECS
a/e" SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"x1/s° GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
CONCRETE PAD
6PSI
LIGHTWEIGHT X
CONCRETE MIX
MASTERFIBER MAC 100
& ROAD MESH
NOTES:
1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2".
2. X DISTANCE 3" FROM UNIT EDGE TO CUP.
3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN
ANCHOR REQUIREMENTS
FOAM CORE
GENERAL NOTES
BLDG: 9.
DATE:
ELE
DATE2 / /�
10.
PLUMB:
DATE:
MECH:
DATE it
--�
I 12.
n
R
SCANNEV2
BY 13.
St. LucieC"bUnty
THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BURRING CODE
SIXTH EDITION (2017).
REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH
THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A
303-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
SITE.SPECIFIC WAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE
DESIGN PRESSURE "ASD' CAPACITY VALUES LISTED HEREIN FOR ANY
ASSEMBLY AS SHOWN,
DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS
STATED HEREIN.
UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED.
CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF
THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL
VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR
TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS
DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES.
ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY
OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.)
SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE
EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
ENGINEER SEAL AFFIXED HERETO VALIDATES STRUMPAL DESIGN AS
SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al.
INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGE'.
INCW DING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL
FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
WHICH IS CALLED FOR BY LOCAL. STATE, &. FEDERAL CODES & FROM
DEVIATIONS OF THIS PLAN.
WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL
RESPONSIBILITY OF THE INSTAWNG CONTRACTOR. CONTRACTOR SHALL
ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE
PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTAWNG
CONTRACTOR.
THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY
ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE
ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE
INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL
BE COORDINATED BY THE PERMITTING CONTRACTOR
THIS DOCUMENT 15 GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC
PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON
COWRACTOR-SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS
OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO
ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY
SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.
WORK SHALL BE REM VERIFIED BY OTHERS PRIOR TO CONSTRUCTION.
ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TC
REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE
INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS
AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR
ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
CERTIFICATION.
EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS
OR AFFIRMATIONS ARE INTENDED.
LANK L. BENNARDO, P.E.
'd'14654
,ED. XGY.l A0f11B830,P0A
OROON MHED.P
'
D 1 8
DF0 R U 0
OTICE:IF SHEET DOES
OT CONTAIN ANORIGINAL IG
[GNATURE O ENGINEER SEA(
' THERE IS A DIGITAL
(GNATURE ON SHEST 1, THIS
HEFT IS PART OF A DIGITALLY
IGNED FILE, SHALL REMAIN IN
IGITAL FORMAT, & PRINTED
OPIES OF THIS DOCUMENT
RE NOT CONSIDERED SIGNET
NO SEALED. IF THERE IS NO
IGITAL SIGNAWRE ON SHEET 1
R THIS SHEET DOES NOT
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GENERATOR MOUNTING CONFIGURATION:
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L9 I � I ($EE(DNCAEIE PAp
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1 x I wS "Rita.) [
IFIGxr
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